Mobility Compass

Discover mobility and transportation research. Find experts, partners, networks.

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The Mobility Compass is an open tool for improving networking and interdisciplinary exchange within mobility and transport research. It enables cross-database search for cooperation and network partners and discovering of the research landscape.

The dashboard provides detailed information about the selected scientist, e.g. publications. The dashboard can be filtered and shows the relationship to co-authors in different diagrams. In addition, a link is provided to find contact information.

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Seuring, Stefan
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Malekjafarian, Abdollah

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University College Dublin

in Cooperation with on an Cooperation-Score of 37%

Topics

Publications (13/13 displayed)

  • 2024Predicting the duration of motorway incidents using machine learning2citations
  • 2023Methodological Framework for Assessing and Strengthening the Resistance of Railway Critical Infrastructure Elementscitations
  • 2022Indirect Monitoring of Frequencies of a Multiple Span Bridge Using Data Collected from an Instrumented Train: A Field Case Study15citations
  • 2021Measuring traffic load on Forth Road Suspension Bridge using Weigh-InMotion and image datacitations
  • 2020Identifying Critical Clusters of Traffic-Loading Events in Recurrent Congested Conditions on a Long-Span Road Bridge2citations
  • 2019Estimation of traffic load effects on Forth Road Bridge using camera measurementscitations
  • 2019Evaluation of the extreme traffic load effects on the Forth Road Bridge using image analysis of traffic data29citations
  • 2018Estimation of traffic load effects on Forth Road Bridge using camera measurementscitations
  • 2017Damage detection using curvatures obtained from vehicle measurements22citations
  • 2017On the use of a passing vehicle for the estimation of bridge mode shapes104citations
  • 2017On the use of drive-by measurement for indirect bridge monitoringcitations
  • 2017Application of empirical mode decomposition to drive-by bridge damage detection124citations
  • 2016A mode shape-based damage detection approach using laser measurement from a vehicle crossing a simply supported bridge115citations

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Yang, Linhao
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Corbally, Robert
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Flynnova, Lucie
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Rehak, David
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Obrien, Eugene John
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Sangani, Ramin Ghiasi
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Micu, E. Alexandra
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Khan, Muhammad Arslan
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Bowe, Cathal
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Taylor, Su
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Brien, Eugene J. O.
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Angus, Ewan
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Obrien, Eugene J.
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Catbas, F. Necati
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Micu, E. A.
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Mckinstry, Ross
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Sevillano, Enrique
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Martinez, Daniel
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González, Arturo
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Co-Authors (by relevance)

  • Yang, Linhao
  • Corbally, Robert
  • Flynnova, Lucie
  • Rehak, David
  • Obrien, Eugene John
  • Sangani, Ramin Ghiasi
  • Micu, E. Alexandra
  • Khan, Muhammad Arslan
  • Bowe, Cathal
  • Taylor, Su
  • Brien, Eugene J. O.
  • Angus, Ewan
  • Lydon, Myra
  • Obrien, Eugene J.
  • Mckinstray, Ross
  • Catbas, F. Necati
  • Angus, E.
  • Micu, E. A.
  • Mackinstray, R.
  • Quilligan, Michael
  • Mckinstry, Ross
  • Micu, Alexendra
  • Sevillano, Enrique
  • Martinez, Daniel
  • González, Arturo
OrganizationsLocationPeople

article

Application of empirical mode decomposition to drive-by bridge damage detection

  • Malekjafarian, Abdollah
  • Obrien, Eugene J.
  • González, Arturo
Abstract

A new method is proposed in this paper for bridge damage detection using the response measured in a passing vehicle. It is shown theoretically that such a response includes three main components; vehicle frequency, bridge natural frequency and a vehicle speed pseudo-frequency component. The Empirical Mode Decomposition (EMD) method is used to decompose the signal into its main components. A damage detection method is proposed using the Intrinsic Mode Functions (IMFs) corresponding to the vehicle speed component of the response measured on the passing vehicle. Numerical case studies using Finite Element modelling of Vehicle Bridge Interaction are used to show the performance of the proposed method. It is demonstrated that it can successfully localise the damage location in the absence of road profile. A difference in the acceleration signals of healthy and corresponding damaged structures is used to identify the damage location in the presence of a road profile. The performance of the method for changes in the transverse position of the vehicle on the bridge is also studied. ; Science Foundation Ireland ; Transport Infrastructure Ireland (TII)

Topics
  • chemical element
  • road
  • infrastructure
  • modeling
  • decomposition
  • bridge
  • acceleration
  • foundation
  • natural frequency
  • bridge

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